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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />INS <br />FORM & GROUT SOLID <br />ilf <br />CV Q <br />O <br />c W <br />TU <br />O <br />#5 BAR CONT. <br />8F12-1 B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Kamm <br />I RUM <br />ISO! <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q <br />8 F 16- <br />B/ 1 T <br />U <br />Q <br />tNOMINAL <br />QUANTITYOF <br />f <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c precast mtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S <br />IN. <br />MIN. <br />EBAR AT TOP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />O <br />d e <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />44 G <br />a <br />GROUT <br />MIN. (1) REQ'D <br />° a 1-1/2" CLEAR <br />o <br />D 2_11 <br />a <br />G A <br />C <br />a <br />L <br />5 REBAR AT <br />= - w <br />O <br />BOTTOM OF <br />w <br />p m U) <br />4 <br />o <br />LINTEL CAVITY <br />Q U du <br />\ <br />-BOTTOM <br />M U O <br />L <br />REINFORCING <br />¢ ¢ c7 °� Z <br />LL <br />7-5l8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z w <br />¢ _' C5 No <br />D D <br />#5 REBAR AT BOTTC <br />�° �, �° AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />U)n = d iD <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O OF <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: l4"=1'-0" <br />\ �Vj <br />mo <br />Cc 3D <br />�i <br />PIZ <br />C14 <br />O <br />CV <br />co <br />GV <br />M <br />O <br />LEIN. <br />. �. <br />7A, <br />x <br />jS;-t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />A <br />o f <br />O M <br />m 00 <br />00 <br />N Iop� it <br />�'♦i <br />V <br />® <br />N N CA <br />_ O <br />a7 °° <br />a0 <br />ik 'J <br />4t � W,Vo <br />� ui <br />LL <br />aheJ <br />w w <br />a- Lu 3: <br />C103CD <br />Z <br />6 + <br />= '� N CO <br />m rn <br />O <br />2' � JW <br />Q <br />a <br />Z <br />IL <br />6 <br />Q <br />a <br />Z <br />40 M Z <br />N O U <br />�L) O <br />U � U)Z <br />W <br />❑ ❑❑ <br />(D <br />Z CV O <br />o <br />Z N <br />Z � <br />a <br />J <br />� N <br />V) <br />n1 <br />N <br />Z <br />VI c <br />VJ <br />o <br />LL <br />a-1 N <br />ig <br />_ � <br />0 <br />V) <br />w g <br />U <br />J E <br />- <br />i <br />L <br />ICI it <br />U o' <br />e <br />o <br />C.0 <br />M <br />z <br />o <br />w <br />Z <br />zd <br />J <br />U_ <br />C <br />Q E <br />E S <br />y <br />ZO <br />QO <br />> N <br />Z � <br /><N <br />Z 0 <br />CL <br />X <br />¢ <br />00 <br />CD <br />CD <br />N IE � <br />o <br />wo <br />tt <br />a <br />�w <br />(6 <br />� C <br />o� <br />Nm <br />F p <br />oLL <br />Z <br />� <br />J <br />¢w <br />Z <br />aw <br />oa <br />Zz <br />go <br />nw <br />a= <br />=3 <br />CD <br />w <br />>° <br />MJ <br />c9 <br />oQ <br />a <br />° <br />2O <br />s <br />= <br />>� <br />IX <br />O <br />cD <br />L <br />' <br />J <br />TT <br />O <br />C0 <br />m <br />U <br />C� <br />N <br />� <br />(B <br />C5i <br />T- <br />�• <br />O <br />= N <br />T <br />Cn <br />T.� <br />M <br />r <br />E <br />'E T- <br />M <br />Z <br />E O <br />Ca <br />C <br />`° <br />FL <br />E o <br />0 _J <br />Q o <br />_J <br />JOB <br />NO: <br />21-4273 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />